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99 1408—DAKOTA99 HOMES 12602 TELECOM E)RIVE, TAMPA, FL 33637 Te1- (813) 740-9720 Fax: (813) 740-9715 All F8 pf 8,,AL_ 1pLy vlrh p COdit.CFtiDA sUiLOirvO ]'� '"A 'ONAL ELECTRIC CooE,CODel REVAILING �tNC Tke CIT'y CP ZEPI�XRHILLS O001MANCI REVIEW DATE CITY OF ZEPHYRHI FLAN EXAMINER • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .RDMA E1J� CODE, g!y Epp (7) • ALL LOCAL AND SPATE CODES -OCCUPANCY - RESIDENTIAL GROUP R3 -CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS B • BASIC WIND SPEED - Vult=160 MPH Vesd=124 MPH • LURE — C •!_STORY RESIDENCE _ •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE A/C AAD CONDITAIRONDITIONING E ALT. ALTERNATE AMP. AMPERAGE BD. BOARD CL CENTERLINE CABINET CAB. CLG. CEILING CLR. CLEAR CONC CONCRETE CPT. CARPET C.T. CERAMIC THE D. DRYER DBL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL DP, DEEP DR DOOR D.S.D6TTAIILPOUT D.W. DISHWASHER EA. EACH ELEV. ELEVATION ER; EXHAUST EXT. EXTERIOR F.c�FX. FIXED GLASS F.G. FUEL GAS FM. FINISH FLR. FLOOR FLUOR. FLu0ReSCENT FR. FRENCHSECTION F GDR FOOTNGDGGR GA. GAUGE GAR. DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL GLASS GYP. BD. GYPSUM OARD H.B. HOSE BIB H.C. HOLLOW CORE HDR. HEADER HOT. OR HT HEIGHT INSUL, INSULATION INr. INTEwoR LAV. MUM. M.C. MFR. MIN. M.T. MTD. MTL. N.T 6. GC PL P.B. PH. PIT. PLYWD. PR P.T. R. BAD. R.A.F REF. RM. R.O. S.C. S.D. S.H. SHTHG. SHWR. SIM. SL. SL. GL. STD. SwS TEMP. THK. T.O.C. T.O.P. T.O.S. TYP. U.N.O. V.P. W. W/ WD. W/H W.I. LAVATORY LUMINOUS MEDICINE CABRVET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS REGRRRL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDAO SHEAR WALL TEMPEREDGLASS THICK TOP OF CURB TOP OF PLATE TOP OFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER�TER WROUGHT IRON DATE DESCR11MON O1r1D4�, p�pg��g p ARCHITECTURAL SHEET # DESCRIPTION ®3A A ADDED 2X6 WALL BERM U1 4N i DRYER PG CI -COVER SHEET PG GN- GENERAL NOTES PG AI -FLOOR PLAN PG A2A-ELEVATION PG El -ELECTRICAL PLAN PG PL-PLUMBING PLAN PG DI —DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA8-WALL ASSEMBLY DETAILS 06RIA9 ADDED LED LKArtS • KRQ@1 BAT11000M5 0641/111 ADDED" PATIO OPTION 1 m/pa DELETE ARCH IN HALLWAY PER MARL DOLLES OV" REPLACE UEP CONEGTORS WITH SA 1°6GN COH►lECTORB PLAN MANTEN,*CE 01AnW ADDED RADON MA4 01A0/JO ROOM TITLECHAWjE • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.H. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CALC.'S "c, E 10aa�4 5�G Fr: ENTRY Ii 8G. FT. TOTAL I"& ea FT. 8XI0 PATIO g� 8GL �, STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG SIAA-DETAILS PG 51.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG SN1-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABRITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCEI7'$CT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THIN BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THIN ONSTRUCTION BASED ON THE DRAWING SET, 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.eom AA #: 0003325 y R q1: till SuDDIV, de LOT: ABBOTT PARK LOT #22 BLK #8 PROJECT# 04181.000-22081 """1 1408" "DAKOTA" GARAGE BWXNG- RIGHT PAGE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANWOR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN I N8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN I/WNCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (MERE APPLICABLE) B. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) S. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 14014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLumma 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/." PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERRl08 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FR ISHE8 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C106342& 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-CID63 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTEROR CELINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdoslgngroup.com L AA M: 0003325 14 C E pi 5 BtrisDIV. ae 7.0 ABBOTT PARK LOT #22 BLK #8 PIltOJWCT/ 04181,000-22081 MODZJ- 1408" "DAKOTA" oARA4sa SIVIMc: RIGHT PAGE:: GENERAL NOTES 160 MPH EXP C ONE 01EEEEEEEEEE0 0111511111Ea ails] EOEEEEIo-'iolonpEE1L "\� ■ Z � 0 . � � o . s = +I �. i � I p . 11 �. ,o i rV o o Q a - o '. ouRR��u��llo oIIR��uR�io aupllo o',pl I SQ.FT. CALL. S LIVNi 1406 60. FT. GAR/YaE 424 SQ. FT. ENIR1I6 SQ. FT. TOTAL 1848 SQ. FT. bt10 PATIO 80 SQ. FT. DIAf01BR ND ajaw w LGIC/ BM VW OF0/11E FCR S IMW WM alauoe 1awwE 2L]IE eoM+rRORuo LEL/MIL1 m m RIOT/ MN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 oR MN. CRITERIA SrA.D. MIN. 41 5 31/-39 CRITERIA 16010 O.W.D. 112 1 5 282/-319 BASIC WIND SPEED MPH - 160 (Vu1t) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. DA oLSL. TOP PLATE 0 BAR DETAIL (-A SCALE: IR'•I'-0' FLOOR PLAN WALE. 1/4' • I'-0' NOTE: -2-8 LOW. DOOR W/ AIR WANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETUR4 PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITW SITE PLAN. -OTWER OPENINGS 15ETWM TWE GARAGE AND RESIDENCE $WALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) N TNICKNE88, SOLID OR WONEYCOMD-CORE STEEL DOORS NOT LESS TWAN 1 3/8' 1 MM) TRIM OR 20-MMTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA A: 0003325 r aUSDIV as LOT: ABBOTT PARK LOT #22 BLK #8 PROJICCT/1 04181,000-22081 "D'IS 1408" "DAKOTA" GARAGE 81nNG: RIGHT PAGE: FLOOR PLAN 160 MPH EIR, C +/-I6'-4' BLDG. HGT.o 12'x** FYPON BRACKET SIDING AS SPECIFIED (TYPJ W'x63' DECO. SHUTTER 4B 4' RAISED—J BAND TYP. 0-0' FIB —I FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHNG AS PER FBCR R103A - _ ,o8' 8'-0' ERG. HGT. _ OPT. COACH LIGHT - o0V ' FIN FLR 0'-O' FIN. FLRs, - OFF RIDGE VENT OFF RIDGE VENT 12 5t �:; OFF RIDGE VENT REAR ELEVATION SCALE. 114 • I'-0' TEXTURED FINISH AREAOFATTIC = 2364 SQ, FT. NET FREE VENTILATION AREA REQUIRED 2/300 REQUIRED VENTILATION AREA • 2364/30D • 7AS VENTILATION AREA X SO. INCHES PER FT.(144) = 1134.72 SQ IN. MIN. REQUIRED VENTILATION .5% IM72 IN UPPER PORTION OF ATTIC - 567.36 SO, IN. OFF RIDGE VENTILATION AREA 115 $0, IN. FERVENT 567.36 /115 TOTAL NOF VENTS REQUIRED = 493357 TOTAL#OF VENTS PROVIDED 5 •AREA OF ATTIC IS THE PERIMRER OF THE HOUSE LESS THE OVERHANG (E)MRIOR OF WALL TO D%TERIOR OF WALL, NO OVERHANGS INCLUDED 8'-0' ERG. HGT.s, ----- - �8 0* aB I II 0'-0' FIN. FLR I I 0'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 . i'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT W-0' ERG. H.Lo,---„�- i� -- ob'-0' 8�FV.. W.T. 0'-0' FIN. FLR I 10'-0' FIN. FLR v,--------------------------- —------------------------ v RIGHT ELEVATION SCALE: V4 . I'-0' TEXTURED FNIBFI 0' I� II 0'-0' FIN. FLR T'lT---� 1441 N. RONALO REAGAN BLVD. LONGWOOO,FL32750 PH: 407-774607E FAX: 407-7744078 www.abdesigngroup.com AA M: 0003326 r y q 9VHDZV. as LOT ABBOTT PARK LOT #22 BLK #8 PROJECT* 04181.000-22081 >,coarr 1408" "DAKOTA" GARAGE SWING: RIGHT PAGE: ELEVATION "A" 160 MPH EXP,, C of IB A 10/16/20 CAL.E: 1/4"=1'-0" MINT HEET A2 A ELECTRICAL LEGEND SYMBOL DEFINITION NOTES OSV OUTLET 20 AMP SWUM ROLE IWV OUTLET IBV OUTLET M'cw 4AIE0 VTJro EurcH aR RAW OUTLET E(isP® LWRO FAIL ttA1PR FINGWNT RaIST4NT TTPE) 220V OUTLET (4) 211E CONNECTION EM. WATER'ROOF GROIM FAULT -tJ- GN OUTLET ►N16VSIPTER WATCH WATCH 3-MY OPER SWTCH 4-WAY OPER L. CEILMG LOW © LED CLG LIOW LED VAPOR ©VP FROM LOW O He VAPOR PROOF LIORR Qmosa lD CAN evow. FAN I Q7 PBS SO. FT. "SI^• PAN uE.IOHT Ion FER arJ. FT. L� F&rnse Teo EY -ARMJMM ® 2-WAA A" ULO uRAP rRE ) AROND ~—� Y RYOIRSOM 4' RJgItECO/T Q W--�—er COG N TRACK LldW PANEL METER OSD. eF101a DETECTaA Ecue n�I WALL MOUNTED eaTT EAaus LJ MTO K DITECTOe WJAy ®NrER S/CO o[TIC — eaNNEcrIw OIALL ME A DISTANCE OF NOT LEM THEN 4• FROM &ALL P004V LISHT Lf\ NATURAL GAO TNAW4*2 JACK UAT. IiAlpt Aye".M AM DISCd1LCT AR caNDITIONM ea 4u ON DUKONiCT I� TELEN410N JAM TO M EETORIED N J O J•SIOX ACOOMMOX M AY WON FOR WAS ON 011.NO FAwLI&Hr TO EE 41�FOR'IED N ACCOw4NOE uv.9 MARM AD SUCH FOR �ppJ 24' MAOESCONT LIOHT STRP A�n4 26' NC4 onsco T LOW SIIEP 0 4B NG40p4R LnNT&TRP —L— KEYPAD • P1R NEi•BURON FOR CHlLS use FORT • LOCATION OF TV JACK& 4 PHONE OUTLETS A PAW TO BE VERIFIED • HOCGUIiR PRE -CONSTRUCTION MIMIC • ALL 0 A 20 AMP BRANCH OIIEG)ITS TO BE ARC, FAULT PROTECTED PER 0.ECTMCAL PROVINLN6 OF mCR &TH EDITION (20n) A N� 71O.D 2014 spitmL • 20 AP DEDICATED LASORr CIRCUIT. • an• ISLAND (NOT ONCNJTCTH CIIICUR) • DINNWA MER DI&CDCT TO BE LOCKOUT N PANEL • BATHROOM KXWA OT PAN TO HAVE MN. CAPACITY OF SO C M NRRaT1BR PER ELECTRICAL FINNIGIONS OF SECTION M6013 LANDW ROOM RECEPTACLE &HALL Be a1saND FAULT CNIORT-srtlwrTCR EPROTECTION FOR PERSONNEL ON FEEDERS • WIRNO MEhIOD SNALL BE NON METALLIC CABLE PER ELECTRGIL PROVIMoW OF PEGS &TH ED r20n) ALL WORK TO COMPLY WITH BLECTRIOAL PROVISIONS .OF THE PBCR Au ED nonv I A"r R r - D EELF r DBE A!O �&! M LNHTMO Ml&T EL ElilIS9Y EFFICEN? TYPE PER PATIO ur Hl K � AI PRE -WIRED CLG FAN OUTLET ITCH IN FOR DW \\ CABIN ET j � GMTROOM \\ I 1 1 J L L F-_ I J J GF PRE -WIRED ® CLG FAN C`. BEDROOM#3 \\\ BATH #2 `\ BEDROOM #2 I ® ENTRY PRE -WIRED CLG FAN Krrm \ HOOD WIRE W/ OUTLET FOR I FUTURE MICRO I /I I REF S.D.0 O PRE -WIRED CLG FAN ' L'. J BEDROOM#1 j `PB. FOR 42' • —' TI WN J GARAGE AFF. J DOOR F------ \ WALL MOUNTED \ LIGHT W/SWITCH IN \ ATTIC AS REO. 7d PER BLDG. q GARAGE CODE GFI CLG. IRRIGATION OUTLET OUTLET IS 48' AFF. ---------------------- _ OPT. — — COACH LIGHT ELECTRICAL PLAN SCALE, 1/4' • 1'-0' METER FIELD VERB .�0o EEiE�E'�E�EEEEIE� �o10F+'Ti .'TJ::�OEa 0 ®O�GOo ®aol��oNo 0 mm��oaEE�l NEDOO��Om �a®0® �ame�;�lom ®0�A0®�i m �O®�• '®EEvm OEE�®�oEE®'I �Ilom�lom ©m��NNlvlllla� �S��E��E:1• E:la�E��� 0 MENNEN scam AU WATIM: 111111 SESSION �nom moim I 11, I I MIT I I^ L I III i 1\ f LED LIGHTING ® SINGLE LAV. BATH I 150 AMP ELECTRICAL RISER ice------\ I l3v-3- / LED LIGHTING ® SINGLE LAV. BATH 2 PROVIDE 34/0 CU, TWk N • 1% CU N 2' CONDUIT OR 3 F4/0 AL, THM t PW CU IN 2' CONDUIT OR 2/0 AL. SER !CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.J NOT TO SCALE. COMDNATION SERVICE 150 AMP DISCONNECT SUATCH AND 120/240 VOLT GENERAL NOTES• M ELECTRIC METER N I PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE COMPLY WITH ELECTRICAL PROVISIONS OF THE PDCIE &tH P'L EDITION r2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY RECUIREMENTS. DDA12P D. ALL CONDUCTORS SHALL BE TYPE THHN/THLLN UNLESS Mca NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROVIDE 00 AMP, D0/140 VOLT, 1 PHASE SECONDARIK ELECTRICAL SERVICE. PROVIDE 3 •I COPPER (CU) N 14*2" DIA SCHEDULE S0 PVC CONDUIT OR PROVIDE 3 F2/0 ALUMMM (AL) N 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC OLA'TPANY. COORDINATE UIT14 THE ELECTRIC COMPANY FRIOR TO BID. TELEPHONE SERVICE CABLE TELEVISION EQUIPMENT ENTRANCE SERVICE ENTRANCE EQUtFllENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE MCR EtI4 EDITION (2DY71 5/0" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA k: 0003325 Fall aE LOT ABBOTT PARK LOT #22 BLK #8 PROJECT* 04181.000-22081 """1 1408" "DAKOTA" GARAGE SWMG: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP, C T DRT . A10/16/20 aCALM: 1/4"=1'-0" BHEET E1 0 JI 410DW LT SMG I 0 I I wa 4 a 00 n r � a l ci o " ® I L-----� ViR KITCHEN 2' VTR V II SINCW/ I� AUTO VENT I I L------ 11/!' II I IF2' 2' II/1' 3• ------ - III' TUB 1/2' _ - 2 LAV LAV 11/2 3' 9 WC 3 3 WC 3' WABHER BNWR 3' 3' co 4 4 — — TO MAIN Eli PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE. 1/4 - F-V 1441 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003328 i LQ StmDxv. at LAT: ABBOTT PARK LOT #22 BLK #8 PROJECT# 04181.000-22081 aLO'711 408" "DAKOTA" GARAGE BMWO: RIGHT PAGE: PLUMBING PLAN 160 MFji E . C DA�Tffi- 10/16/20 SCALE: 1/4"=1'-0" aHEET P1 2X4 TOP PLATE PRE-FAB TRUSS IR' OIX. OOARD ST PLATE AXCIUIiE OASONRY I 1 OyuZ. OOD SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. FIN. FLR T � ' _TYP. INT. WALL (NON—BRG.) D1 SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES OVER °30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908.1.1 ON J' O.SD. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE el PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I ELEVATIONS TYR P. ON. VENTED SOFFIT f 1/3' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FM. FLR.L S18' GYPSUM IN OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4'.I'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL R-4.1 INSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. e' cm 1/2• GYP. WL. MD. - WOOD BASE — y' ° 4 n W/ WINDOW OPENING ti FIBERGLASS SHINGLES OVER e30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.0 ON ' 01113. SHEATHING OR ' COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/1' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY "k 0-0' FIN. FLR a TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL (2)LAE ERP le:IUN ERLAYMENT SYSTEM 1 SCALE, 3/4'.I'-O' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE Iv, OR ASTM D 6151 W n4M 7 COAT - rORTLMD CalrLIiD w FLMia AF DIIOCTLT W 1'fAe011eT r em on 07ftc nAL role bo r a. aD ATTACMD TO TILL CALL Aa pw APFW,WAL PM aa.ALANT e MAACKM RCO r re 6aK row aAs LN Qy m TmA aTOL DC'OR � w-YT. 6. W. AWW ORAOQT� oa v. oral OAFMAO Doge . Illy r". M"RAmc ele,o ROO1 ev rwocow AFMWAL Rao 2 GAS LINE THRU BIDCK 3 GARAGE DOOR JAMBS ' ' '• D1 SCALE: 11/2'.I'-0' FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX OVER W FELT PAPER OR :CUR�Wl (2)12d NAILS SYNTHETIC PRODUCT, EA. END INSTALLED PER SECTION 2x CKING BETWEEN TRUSSES FIBERGLASS SHINGLES RWS.1) ON }' 0.6U8. PER STRUCTURAL DETAILS OVER A30 FELT PAPER OR SHEATHING OR �' CDX SYNTHETIC PRODUCT, PLYWOOD SECURED PER METALLED PER SECTION FASTENER SCHEDULE RWS.I.I ON J' CAS. STIFFBACK AT ALL UPRIGHTS SHEATHING OR J• CDX — PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE T n'' PRE-�' WA. TRUSS TYR MTL. DRIP EDGE MTL. DRIP EDGE O.N. O.I-I. 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATIONS CONT. 2x RAT RUN SECURED PER VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT PRE-ENG. GABLE TRUSS SEE ENERGY CODE FORMS FOR PRE -ENS. GABLE TRUSS INSULATION R-VALUES WEEP SCREED PER ELEVATION WEEP SCREED 2x P.T. SECURED PER S/8' GYPSUM DOARD OR 1/2• 2x P.T. SECURED PER STRUCTURAL DETAILS HIGH STRENGTH CLG' BOARD STRUCTURAL DETAILS R-4.1 INSULATION IR' THICK, 2 COAT WINDOW ATTAC IMENT AS PER PORTLAND CEMENT 1 MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' THICK, 2 COAT 1/2' GYP. ILL. BD. PORTLAND CEMENT WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY 0'-C' FIN. FLR 0'-C' FIN. FLR. ° a. — 8'CMU - .. --- - L--, - 4 A W/ WINDOW OPENING E TYP. WALL SECTION NO OPENING l—STORY GABLE BLOCK WALL D1 6C,4E, 3/4'.I'-C' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.com AA M: 0003325 a fit >9[JHDM 8e LOT: ABBOTT PARK LOT ##22 BLK ##8 PROJECT# 04181.000-22081 MODr,p 1408" "DAKOTA" OARAOE 8WING: RIGHT PAGE: DETAILS 160 MPH EA. C NO DATE. 10/18/20 SCALE: 1/4"=1'-0" 8*12Z T D1 LGM 2Xa P.T. • C@ITER O, DOOR HEADER SEO)REO WV (1) 112' X a• J-DOLT W) 4' MN. 111110 VENT IW 2' X 2' X IW WASHER 4 NUT OR uV (2) 1,12' X a' ANCHOR DOLTS W( 7' X 7' X W U404M t NI7( m m SEGLI4E 214 ON PLAT TO SIX m W/ TTASONRr NAIL& 2X OOARAM DOOR= 6= SECURED YV (5) 1/2' X a' J-DOLT OR AWN= go DO-T5. WV 4' MN. WimacMENT, Ulf 2' X Y X LW WASHER 4 NUT. (U WITHIN a' GP TOP. (I) MT14N a' OF THE DTM. (3)EVENL7 SPACED. m m m m m m m NOTm ALL ANCHORS SHALL DE N ACCORDANCE TO MCNIACTUiE" NSTALLATION NSTRUCTIONS WaERE ft) NSTAI=VOM AIM MoaE STm•14ENT GARAGE DOOR 1 BUCK ATTACHMENT 4C4W N••rI A L I'X4' OR PX2' P.T. NAILER Ix4 P.T. OR 9'4X4' MIN. SECURE THRIFRAME 4 EXTEND I -A' INTO BLOCK W/ )W TAPC.ONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN W OF EACH END 4 18' O.C. MAX SPACING DOOR CASING 'DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (D0 NOT EXCEED Y4) DOOR JAMB TO BLOCK +3/4 OR +5/4 A WINDOW TO BLACK +3 4 OR +5 4 E, N.T . 2X4,m SECURE TO BLOCK W/ V.' TAPCONS OR (MIN. 814ANK SIZE .INS MIN. HEAD SIZE 300 MIN. EMBEDMENT 14") WITHIN 8' OF EACH END 4 IV O.G. MAX SPACING. 2X6,m SECURE TO BL W/2-Vo' TAPCONB(MN. e0ANK 612E 145 MIN. HEAD SIzEDA O MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END t V CMU IW OZ. MAX SPACING. 1S' DRYWALL 2X8,m ❑ 1'X4' OR I'X2' P.T. NAILER SE�6TO BLOCK W/2-%. CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMS OR WINDOW MIN. EMBEDMENT I Y49 TTAC 4 TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' OjC. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-1 2" in1 1IIND011 TO BLACK +1-1 " " SCALE, N.T.B. 2X4m SECURE TO 15LOCK W/ i(s' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X 18' O.C. MAX SPACING. MIDST BE ON OUTSIDE 4 2X6mi SECURED THROUGH SECURE TO 15LOC.K WA-%' NON-STRUCTURAL V.- I (MIN. SHANK SIZE 145 EMBEDTAPCONT T EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT 1 Y4) ' DRYWALL WITHIN W OF EACH END t IS' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2XS m SECURE BLOCK W/2-))(s' 36' O.8.D. X 4' MIN. (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS, 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-IS/ + -15 11p" C SCALE: N.Tb. 2X4:m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE -I= MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IW O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6�m SECURED THROUGH SECURE TO BLOCK WR-Yo' NON-STRUCTURAL TAPCONS TAPCON MIN. I-Y4' (MIN. 814AW SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y49 8 CMU 8' OF EACH END 4 JS• DRYWALL 18' OZ. MAX SPACING 2X8m a I'X4' OR I-X2- P.T. NAILER SECURE TO DLOCK W/2-)1(s' CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49—ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 1W O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 4 ) DOOR OWO CK+22 D WIN TBLK14f" SCALE, N.T.B. 2X4m SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE SECURE TO BLOCK W/2-Ilir'TAPCON NON-STRUCTURAL TIN.SWAAPCONS MIN. I-Y4 (MIN. SHANK SIZE .148 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3M • cm MIN. EMBEDMENT I),") ' DRYWALL WITHIN 8' OF EACH END 4 IW O:C. MAX SPACING a 'X4' OR I'X2' P.T. NAILER 2XD4 SECURES TO BLOCK WR-%' DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN OF EACH END 4 ATTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. NO1�� 4MM Y,�p TO RiN M� rD0 NOr oc�X') DOOR JAMB TO BLACK +3" E ALE, N T 2X4m SECURE TO BLOCK W/'l(4' TAPCONB (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IV O.G. MAX SPACNG. MUST BE ON OUTSIDE 4 2X64mt SECURED THROUGH SECURE TO BLOCK W/2-%- NON-STRUCTURAL TAPCCNB(MK SHANK SIZE TAPCON MR I Yi 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 8, CMU WITHIN 8' OF EACH END 4 Jr)' DRYWALL 18' OC MAX SPACING 2X8,m PX4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-%* 2ND 2X SECURE TO TAPCCNS(MIN. SHANK SIZE TRUCTURAL MEMBER [,,"END 145 /(2I2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) CASING WITHIN W OF EACH END 4 DOOR JAMB OR WINDOW 18' O.G. MAX SPACING. TTAGH TO 2X PER MANUFACTURE6 DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" F * TO BLOCK +" E, KT . 2X4® SECURE TO BLOCK W/Ys' TAPCONS(MIN. SHANK SIZE .145 MIN. H00 HEAD SIZE 3 MIN. EMBEDMENT I Y♦') NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE t IVOr- MAX SPACING, SECURED THROUGH 2X6, NON-STRUCTURAL Ills' SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-Y4 TAPOONB(MIN. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 . CMU MIN. EMBEDMENT I Y49 )4' DRYWALL WITHIN 8' OF EACH END t 18' O.C. MAX SPACING. X4' OR PX2' P.T. NAILER 2X64s SECURE TO BLOCK WA-1/4' 36' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE J O DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8. OF EACH END 4 ATTACH TO 2X PER IV O.C. MAX SPACING. MANUFACTURES DETAILS. svR. •« r,aoo m nua srs roc rnr ocNORo DOOR JAMB TO BLACK +3-7/18" R TO B CK +3-7 18" G SCAL , KT . 2X4,m SECURE TO BLOCK UNW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD 61ZE 3W MIN. EMBEDMENT 1 Yi) WITHIN 8' OF EACH END 1 NOTE: STRUCTURAL 2k IV OG. MAX SPACING. MUST BE ON OUTSIDE 4 2X4m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL TAPO" TAPCON MIN. I-Yi (MIN. SHANK 61ZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 8' CMU WITHIN 8' OF EACH END 4 ' DRYWALL US' Or- MAX SPACINGX4' 11 OR I'X2' P.T. NAILER 2X84>o SECURE TO BLOCK UYI-I/4'P.T. X 4' MR TAPCONS CASING kTTAC (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ys')OOR JAMB OR WINDOW WITHIN W OF EACH END 4 4 TO 2X PER IB' O).'.. MAX BPACMG. MAN , TURES DETAILS. NOTE: $HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" H W TO C + 4' E, KT . 1441 N. RONALD REAGAN BLM LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774-4078 www.abdesigngroup.com AA a: 0003326 x y h OWill, a L64 ill"ll, RII ABBOTT PARK LOT #22 BLK #8 PROJZCT* 04181.000-22081 MODEP 1408" "DAKOTA" GARAGIS 8WING: RIGHT PAGE: DETAILS %160 MPH EXP. C C PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMB WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 30441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOODCONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 30531.1E SIMPSON STRUCT. COMP, WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 23352 PIYGEM PANEL WALLS SOFFIT 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL36503.1 AMERICAN CONSTRUCTION METALS WAIL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS &DOORS FIXED GLASS 2017 FBCR 11/16/2022 FL17676.10 MI WINDOWS &DOORS SINGLE HUNG - 2017 FBCR 12/31/2020 FL 153324R5 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2017 FBCR 12/31/2020 FLY15353-R4 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FLM15353-114 MI WINDOWS &DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12J31/2020 FL 15076.1-115 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'$" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 F17630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOORw/StDELITE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4•RS THERMA•TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL15216.1-R7 OWENS CORNING •RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 12/31/2020 FL 10477.1-R5 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-R5 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-113 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1•R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 10/06/2020 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com L AA M: 000332E � q #A Y �o >lVHDIV to LOT: ABBOTT PARK LOT #22 BLK #8 PROJECTLjt 04181.000-22081 )iLOD1�: 1408" "DAKOTA" aw>EtwaJs sWrTa: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 PH EXP. C DAnnrr�., 30/18/20 a>EsssT D3 PR@OR'ED CONTROL JOINT—� PLAINS[ OF CONTROL JOINTS Td OQ WIRED TIED TO LATH 0 S' O.C. MAX (VERT). NOTE,. DO NOT PASTEN CONTROL JOINT TO WALL EVEN P STUD EXULTS BEYOND EXCEPT STAPLES W/ eECU CON1�R01OMTT T!I'P. DURING INSTALLATION —\ FASTENERS TO ENE SPACED • T' O.C. MAX VERTICALLY Ii* Ti4m 3 COAT CEmew WRB LAYER 9, FORTPIBER / BUILDING PAPER APPROVED METAL LATH FASTENED uj' (VERTJ Or— MAX AT SUPPORTS AWED LAYER % STUCCO WRAP WOOD SMEATMING mi n1a LATH SMALL NOT It IS. A. To v r• To r• THROW" CONTROL \ JOINTS BUT BE AN STOPPED AND TIED AT EACH SIDL PER ASTM CIBrS PROVIDE 2X4 BLOCKING TO),4 PLACED FLAT MAX S' TO S' FROM CONTROL JOINT W44EN / CONTROL JOINT FALLS ON \ 1. FASTENERS FOR LATM TO BE NAILS 0 i STRIJGiuRAL STUD ` — STAPLES N COMPLIANCE W/ASTM CIOSD 2. WRE TIES TO BE (NO. IS) O0415' WIRE / L BLOCKING SMOM MAY BE N ADDITI� \ TO WALL STUDS REWIRED PER PLAN / PIS OL ICLD INWAIO - FL A ®7 OL r.A YO- Fr. A L Or/1E a P(. E L OELAW - IR. C DIWP mE4 oLwq. ►IV. OnlO VP SRN= M MOTION( OTION 4'. 1'EWIMCALLY I• oa MAX OLPOW NEYRP -Fr.A L CESA E.PGa �aD 4r • bim APPROVED MULDNIS WRAP MALL BE LAPPED A MINIMUM OF 4.4' KELP-ADMERNG MErmRME 6' S' - VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ MOUSE ENDS) 4 M' - HORIZONTAL LAP& WRAP MATERIAL) OVER 4' ALL SEAMS NEED TO DEITALATH VERTICAL LAP TO CE 1' APPROVED HOUSE WRRAP. w WTM F7IVIBER SLEATI4bPLASMNG TO EXTEND ONTO MR I i / 1' OR LESS PIPE S'rf' SELF-ADFERINi MB•CRAIE PENETRATION { PLASHING (COMPATIBLE V MOUSE YRAP aw-Ap"ap"AU OVER NE `• : `..I F.ASMNG OVER APPROVED MOM / I' MIN LM . i'WT• PLASMXXX CUT AND OVERLAP ONE SIDE OF METAL LATM SELF-ADWERNG MEMBRANE PLASHING CUT AND OVERLAP ONE SIDE OF ][-L.VL_ STEP_6 � STUWRICCO �EMBRANE LAYER . I R 9 COAT COMMCOMMSTUCCO W141P STUCCO LAYER 4 cco WRAP FETAL LATH UM LAYER 4 PORTPIBER UIRD LAYER -2. FORTPIBER UARD LAYER 4, !'ORTRIBCR BUILDING PAPER BULDING PARR �Bu1LDIG PAPER / METAL LATH 01iIC� � r'xS' SELF-ADWERI G MEMBRME F.AOMM OVER 4'A4' SELF-ADVIERING MEMBRANE INSTALL FASTENERS (CLIPS, FLASMNG OVER APPROVED WOOD SMATMING STRAPS, STAPLES) AS HOUSE 4ARAP. ,fI REWIRED TO SECURE R-ASMMI6 TO EMEND ONTO PIPE ' \ I PIPE/ WERE TO FRAMING a .a• rPl .-eTxmwrs Pm�w..e.v (o 1rAPER LAP ® KICKOUT DETAIL NOTE, SIDE LAPS CP METAL PLASTER MANS SMALL BE SECURED TO FRAMING MEMBERS. TMEY SHALL BE TIED BETWEEN SUPPORTS WITH 00415-IN (121-MM) WIRE AT INTERVALS NOT MOIRE TWAN S' (220-FM). AS PER ASTM CIOS) ,.L FOR REPAIR OF TEARS INtM LAYERS. TEARS MAY BE PATCHED WA40USE WRAIe TAPE PER MMOF. SPEC. OR REEL 4 STICK PARR STUCCO ® LtwniNllAlp--A WOOD SHEATHING OR CMU d ` LOlAGE -P(.a WRB LAYER 01, ►o1EAN-PtC STUCCO WRAP (FRAME ONLY) 41gD Fr. C OVER FT. a TLLMPfi. C TOU ® tt k THICK, 3 COAT CEMENT PLASTER(PRAME), 1/2' 2 COAT :. CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) 0 LAP WRB 4 TAPE OVER ROOFnuel I BeCREED — — -- -- --- WATER T WNT MAL POW. QQ tm Oa. ,vam 3 COAT CEMENT Z 5'X5' 'L' TYPE CONTINUOUS ASTER GALv. METAL FLASHING (�2�T Z (NAIL TO ROOF DECK, NOT B LAYER 9, FO"WM 7h E WALL SHEATHING) LOING PAPER OEM! a Y) B LATERGAP SHINGLE - NOT NAIL, ~ -A �O"'M601LY) INSTALL WITH ROOFOF CEMENT • uYeRI OF EULDNE OW w NALNl1 FLANIN 610P � �01 CEMENT MEWA"K.A$Wtl y I ROOF PER ELEVATIONS ICAM(NE (1EE t,L1 OVAL) iMTAL) sSoow;m Q � rw CIE EIQIIi fNTM.L KICWOYt ICAMINO AT WORA1 A IL N71WY[GTONI PDOF 1 O"L" FLASHING 5 N.T.S. COW. BEAD OF SEALANT AIR SECTION PER SECTION R703.7 6oEbrIENns aWtl DWA% m Elaerlor use W p find Cemem peeler "I —ply Wth the Epp fl. mgUmnw is of ASTM C 9M12A. Installation of exWm laNng and fmmkV shell —ply Mth ASTM C 1063121. PIPE PENETRATION DETAIL (ERA" IE) N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) UJRB LAYER 02 (FORTIFIBER ...... - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R1031.I / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX 407.774J4078 www.abdesigngroup.00m AA S: 0003325 NEW K�K C 21 O k Ell 111111 SUDDiv & LOT 111 ABBOTT PARK LOT #22 BLK #8 1pm0jzcT# 04181,000-22081 MODEP 1408" "DAKOTA" GARAGE 9TIMG: I RIGHT AGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C BACKER ROD BACKER ROD IIARD LAYER -1, Slr=r6 WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. W42UE E OF FLASHING TO BE, I. BOTTOM_ 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND 61DES ONLY. SEALANT IS TO DE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON-MVA15LE FRAME AND STUC=O ON ALL SIDE& V CAULKING a JOINT ALL AROUND PER SECTION R703.7 Extalor lofty and plaaEeft Exterior use of portiand cement plaster shall comply with the application requirements of ASTM C 928-12A. Installation of exterior lathing and framing shall comply with ASTM C 1G63-12A. HOODED VENT I' THICK 3 COAT CEMENT PLASTER METAL LATH WPM LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER — — — • — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 L56. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEi VERIFY LO STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER I VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (,BLOCK BUILDING PAPER OVER 'CIUICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECSJ BUILDING PAPER — UNDER 'ClUICK FLASH' A VENT PENETRATION SCALE: N.T.B. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION IUM LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOLISEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS Box, APPLY TO FA EDGE APPLY E-Z OVER SO MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHING UM LAYER -1, STUCCO WRAP URS LAYER 7, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STIRUCTURAL MEMBER • T' OTC. MAX V TO)F MID -WALL UEEP SCREED 6' Mom STRIP SELF ADHESIVE FLASHMG, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) B' WRIS LAYER rl, STUCCO WRAP CUT 'X' INTO SELF-AD14ERNG MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHNG OVER BOX AND OVER APPROVED WM LAYER h STEP 01 STEP #2 ti LATER 01, WRISTUCCO STUCCO WRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER AP'ROVED HOUSEWRAP STEP #3 El RMEMBRANE FLASHING WRB LAYER O, POW F15ER BUILDING PAPER STEP #4 ELASTOERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #e OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W W W.Sbdoslgngroup.com AA A`: 0003325 M o i = a E+vaa:v. as IAT ABBOTT PARK LOT #22 BLK #8 PROJECT# 04181.000-22081 MODZ 1401 "DAKOTA" Gw><ewGE awirrG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C AA NO D � 10/16, 8CAIX: 1/4"=1'-0" 8HEET ^^ WH2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING B 1" O.G.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/ 4 B�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Qi M K� Y c POOR 4;a LOT ABBOTT PARK LOT #22 BLK #8 PimonmTp 04181.000-22081 "'11408" "DAKOTA" GARAGE 9 MG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXK C 7 7 DAA : 10/16/20 aCALE: 1/4"=1'-0" ai[EET WA3 kh LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — • — • — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING wood sl•EAiwMG tR ATM E �8I6iNE BMATHER ARRIERMMSnVE aIDM6RM I`L�MO� 6 �. i WEAR ERR0alenVE SAIM\ REalanvE a?AR:HR OT"iFL���uVGGALVD DARRM FETAL 6KV'D FETAL _ —'r q.A . WOOD TRIM rE!MEER / CA6 I Y� X A. SMILATED uivoo TRIM FEmmm OR APMACAULKM PROVE \ t OR®1Z SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL. 32780 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003328 C y z 77FF u� E E C SuDDIV. at LOT: ABBOTT PARK LOT #22 BLK #8 PROJECT* 04181.000-22081 "711 408" "DAKOTA" GARAGE 8TIMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE 10/16/20 SCALE: 1/4"=1'-0" SHEET kk WA4 - - 2x6 SUB-BANb W/rx4' NOTCH / ---- - -- END, WRAPPED IN N PEEL 4 STICK METAL FASCIA WRAP II 1' DRIP EDGE 1� 1/13' TEXTURED I �` �� I FINISH 8' WOOD I 1/2' TEXTURED 2X6 SUB BAND d FINISH a CMU ) �� METAL FASCIA ! `� \\ I WRAP Ys' FROM �� ©FLAN B a STUCCO, I' FROM \- ;; . I f i WOOD WALL -- --- - - \\ —EXTERIOR WALL (FRAME OR CMU) \\r NOTE: NOTCH FOR 2X6 \\\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ �` FOR CLARITY \ \\ ROOF DECK (BEYOND) \ \ \ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) \ '1/S' TEXTURED FINISH 0 \\\�� /WOOD, 1/2' TEXTURED \ FINISH + CMU 2xfo SUB -BAND W/I'x4' NOTCH A END, WRAPPED IN PEEL a STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®FLAN A 1/8' TEXTURED FINISH • WOOD, V21 TEXTURED FINISH • CM METAL LATH WRI5 LAYER 01, STUCCO WRAP(FRAME ONLY) WRB LAYER 42, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-S' O.C. MAX. 2x SUB -BAND 11,1/05'x4' NOTCH a END TAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/►k'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY OR CMU KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/t ¢'x4' NOTCH END, WRAPPED IN PEEL : STICK ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7745078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 A q o i = D � 10/16/20 ecA► M 1/4"=1'-0" M MT dV A6 F 7 3 6" 33' 10" 4 3 1/2" 4 in 4" CONC. I 4' I 4 co SLAB CONC. 3 Tipp pF M wl lau ri SLAB Iw 1.1 SLAB � � O a iv �- . r- FM-12X18----------- -- ---� 1 V-4" 6'-2" 5'-10" 9'-0" I ( TOP OF N SLAB I m Z c v O i 4" PVC` CHASE I �I LLI I .\ o> I N " 26 11-4- 1 1.1 I I I' .I I A I EXTEND TE2 sLAB, 1n" r— -- ----� A .I 95" 28" B, F' I 1 n" I 5 3._5. w I � � I g 4" CONC� w I N is W SLAB I lya31n J EMEND 1 N29 SLAB 1 1.1 I - 2 • i FM-12X18� LL _ 7 1 n" I itt 5• FMG 4 " 3-4- 4 1. FMC L FM-12X18 12X18 1.1 FM-12Xi8 — — 12X18 FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 10'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION -0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01NDICATES #5 BAR, LBINDICATES #6 BAR,WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-131ASCE 5.13, USING: Pm = 2,000 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 8th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS (i. W1.4XW1.4 OVER GENERAL 31/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF, TOP REINF. T.O.F. SHORT LONG TE-1 ellSEE PLAN (1)#5's (+)O'-0" TE-2 12" SEE PLAN 8" (2) #51s - (+)04-0" FM-12X18 12" CONTINUOUS 18" (2)#5's (+)D'-0" FMC-12X78 12" CONTINUOUS 18" - (2)#5's - VARIES F2-24X24 24" 24" 12" (2)#5's (2)#Vs (-)0'-4" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 a 24 24 Bunmv. de Lotil ABBOTT PARK LOT #22 BLK #8 PROJECT# 04181.000-22081 MODs1{e 1408" "DAKOTA" GARAGE BWMG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C CF D M 10/16/20 BCAL.E: 1/4"=1'-O" BHEET s1 Bunmv. de Lotil ABBOTT PARK LOT #22 BLK #8 PROJECT# 04181.000-22081 MODs1{e 1408" "DAKOTA" GARAGE BWMG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C CF D M 10/16/20 BCAL.E: 1/4"=1'-O" BHEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED 2_ STEEL REINFORCING IN GROUTED � - CELL SEE PLAN FOR SIZE AND g i C CELL SEE PLAN FOR SIZE AND c o a SPACING REQUIREMENTS r C SPACING REQUIREMENTS P- s. GARAGE DOOR J a. Q � =.. FT`..." g L4 RECESS K CL Z 8" CMU WALL co O 8" CMU WALL I , I CORNER BARS, SAME SIZE AS LARGER BAR w U, 8" O Z ° 9 IN FOUNDATION WITH 30" LEG EACH W = y 0' - TOP OF LAB S ,J WAY AT ALL CHANGES IN DIRECTIONS • v' SO THAT THE STEEL REINF. IS CONTINUOUS I TOP OF SLAB ,_ _ Ij _. (° MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR ° as EXT PORCH SLAB W/ i/2" ISOLATION ea SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (,STORY) 18" #3 ° EXT. PORCH a SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER IL o... _ILL CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET b AT ELEV: JOINT (WHERE a • • 6' CHAMFER (2-STORY) TORY) p.{ 24" W/ 1l2" ISOLATION (1 -STORY) ! 6"CHAMFER (2-STORY) .: APPLICABLE) i SEE SCHEDULE a5 30„ JOINT (WHERE APPLICABLE) Z 0 EE SCHEDULE 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING f FOR WxD, BAR SIZE #6 36 m FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST I AND BAR QUANTITY #7 42" AND BAR QUANTITY NUMBER OF BARS (Ie. 2 TO 3, PROVIDE 2 BARS), LIND EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=1'-0 , @ GARAGE SCALE:34"=1'-0" CORNER BARS DETAIL DOOR OPENING ( D SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W O a I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2.4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 5 N NEW REINF. BAR O N SECURED W/ 2- PART No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE BE BT. PLATE TO SLAB W/ 1/2'W" WEDGE ANCHOR W/2" PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO GALVANIZED PIPE -+ Q 8", LINO PLATE EPDXY 5-12" EMBED. MIN. i6" OC SLAB W/1W MASONRY W/FLANGE 0 BASE FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX NAIL ,6" O/C STAGGERED. SPECIFICATIONS FOR Q BTM AND TOP PLATE ADDITIONAL METAL m [0 USE AND I REPARATION OF N P ANCHORS W/ 10d x 1 1/2" CONNECTORS NOT REQUIRED WHEN NO HOLE. COMMON NAILS FILL ALL N UPLIFT IS PRESENT. Z a:HOLES, DO NOT USE 10d w w SECURE FLANGE TO SLAB W/(4)114" X 2 v4° g �' x 3" SEE SLAB SCHEDULE a:TAPCONS SEE SLAB SCHEDULE QO Q Q TOP OF SLAB TOP OF SLAB 4" CHAMFER (1STORY) 6"CHAMFER (2-STORY) • a EQ. EQ. SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY BOLLARD MONOLITHIC FOUNDATION %,INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 8 SCALE:34"=1'-0" 1 SCALE:3/4"=1'-0" (NO UPLIFT) SQALE:34"=,-0" SCALE:34"=1'-0 (W/UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE a PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB WI10d MASONRY NAIL W 16" O/C STAGGERED. U ADDITIONAL METAL e m CL CONNECTORS NOT w REQUIRED WHEN NO 8"CMU WALL UPLIFT IS PRESENT. M Z 0'-0. ° ' TOP OF SLAB SEE SLAB SCHEDULE I� 0o Z z SEE SLAB SCHEDULE TOP OF SLABa° _ "ISOLATED"COLUMN PAD CENTERED UNDER WALL AND d!_, . < •* ... POURED MONOLITHICALLY WITH a,• r FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR BAR SIZE FOR WxO, BAR SIZE BARWxD AND AR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO - INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD G) 10 SCALE:3'4"=,'-0" (NO UPLIFT) SCALE:3/4"=V-0" 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abde•igngroup.com AA k: 0003325 a 6 C i ;W 0 aUDD:v & LOT: ABBOTT PARK LOT #22 BLK #8 PROJECT 04181.000 22081 ID'41' 408" "DAKOTA" CARACE awlNG: RIGHT PACE: DETAILS 160 MPH EXP. C 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.eom L AA #: 0003325 V q i 8v8Div & Lo . ABBOTT PARK LOT #22 BLK #8 11pnoilecT# 04181.000-22081 is D"'1' 408" "DAKOTA" OAAAGffi 8WDCG: RIGHT PAGIM DOWEL PLAN 160 MPH EXP. C DOWEL PLAN SCALE: 114" = T-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR WI 10" HOOK GROUTED BOND BEAM #5 BARS 1121 5 " 8" .. a a CLEAN OUT REQUIRED aa' FOR INSPECTION tL a .I ` I 0'_o FIN. FUR. TIE ERTICAL REBAR TO HORIZONTAL a,:' REBAR Wl 10" HOOK BAR SIZE 48 BAR DIA. ZuJ #3 18" >> #4 24" U #5 30" #6 38" #7 42" HORIZONTALNERTICAL �1 REINFORCING � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 SPACING REQUIREMENTS mW U 0: aai Z 8" CMU WALL io TOP OF SLAB _ q TOP OF SLAB w SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. > EXT. PORCH SLAB 4" CHAMFER (1-STORY) 18" O n W/ 1l2" ISOLATION . G' CHAMFER (25TORV) . JOINT (WHERE # N4 24" APPLICABLE) Z MATCH STEEL #5 8" PVC CHASE E REINFORCEMENT PER SCHEDULE #8 32" 6" PVC CHASE THRU FOOTING THRU FOOTING #7 4" MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 314"=1'-(Y CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 M q a jx� BUHDrv. & XOT: ABBOTT PARK LOT ##22 BLK ##8 PROJECT# 04181.000-22081 at E 1408" "DAKOTA" CAR/►GE 8TIMO: RIGHT PAGE: DETAILS 160 MPH EXP. C D M 10/16/20 BCA=: 1/4"=1'—O" BREET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HIOA OR LGT2 W/ 1Dd x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST•CRETE CONCRETE LINTELS, 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0%0', FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RZOM INDICATES OPENING BELOW / T.O.B. -TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION Pc (psi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 NIA GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS /MIS I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH T-S' (42') PRECAST 2231 C-W (461 PRECAST 1969 P-0' (64') PRECAST im 84' (84') PRECAST 1217 8-Ur (70') PRECAST 1002 &- (71n PRECAST 908 T4' M PRECAST 743 94' (112') PRECAST 554 10-4" (12n PRECAST 475 11'4- (1381 PRECAST 362 1T4' (144') PRECAST $37 13V" (1W) PRECAST 205 14'4' (1W) PRECAST 279 14W (17n PRESTRESSED N.R. IV4' (1841 PRESTRESSED N.R. 1T-4" (20r) PRESTRESSED N.R. W-V Mn PREBTRESBED N.R. 214' CA01 PRESTRESSED N.R. 22W ON41 PRESTRESSED N.R. w.w PRESTR668ED K=i®gym=t77-ml3 OmmO©Om ODmiza®mm amoo©oKam m��doo momomoo m®ommm 00 ommO WM""" mm00®K=_ 11 11 O�m0��0 om®oo �+ oo®o©oo � ommom�±�n IOmmmmlKmm0 O��mm�0 oommmoo ®I000mm0 ""mEnMm00 0��00®0 DOmO�®0 a10�::70mm0 1010��m�0 """"Illcmllmm OEM"""" 00�0® I00000.00 m�oommm )0100�u7000 (2557 N.R. in I m 1 4se 1 Bel 1 W I 1042 I Im (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR, ALL VALUES TAKEN FROM W.FE LOAD TABLES" BY CABTCRETE MAY 2015 EDITION • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS TEN SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 6WV-6 M I SAFE LOAD - POUNDS PER LINEAR FOOT V-r (4Y) PRECAST 1026 1 1024 1 1598.1 3'4' (4T) PRECAST 4'4" (49') PRECAST 785 763 1309 4'4' (48) PRECAST 4'8' (84'). PRECAST 602 691 1073 4'4' (641 .PRECAST SW (84') PRECAST 411 411 745 VW (64') PRECAST V-10' ('759 PRECAST 340 339 616 F-10' (717) PRECAST 6'4' (78') PRECAST 507 721 490 V4r (789 PRECAST 7'4' Mn PRECAST 424 634 383 T4' M PRECAST 94' (1127 PRECAST 325 512 23D 94' (112') PRECAST WS' (12n PRECAST 254 401 180 10'-0' (128') PRECAST 11'4' (138) PRECAST 260 462 154 1VW (138P� PRECAST 12'4' (144') PRECAST 2" 402 137 124' (144') PRECAST 1Y4' (18n PRECAST 217 324 110 1 194" (IW0 PRECAST W4' (Ian PRECAST 205 203 100 14'4' (188') PRECAST 14'4' (1M PRESTRESSED N.R. 284 91 Vr-r (IM PRESTRESSED 1B4' (164') PRESTRESSED N.R. 259 83 IV-4' (184") PRESTRESSED 174' CAA PRESTRESSED N.R. 194 84 174' (?OB") PRESTRESSED W-0 Mn PRESTRESSED N.R. 148 52 19-C (232') PRESTRESSED 214' (256') PRESTRESSED N.R. 126 42 21W WSJ PRESTRESSED 274" (254") PRESTRESSED N.R. 118 40 2T4' (264) PRESTRESSED 24'4" .0188') PRESTO N.R.. 91 33 24'4' PSI PRE8TRES8ED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCEM 16-0126.03 ------------ 1 1 �������� R♦ BF16-1 T/0 7/0; r 16-- 8F16.1T/OM/OB ------------- 8F16-1T/OlW0B ♦♦ 2 j 1 ♦♦ 1 I 4 ♦♦♦ , 1 1 1 ♦ I ♦♦ 1 GT I ♦♦♦ 1 1 ♦♦ j 1 1 ♦♦ I 1 , ♦♦♦ 1 I 1 1 %♦ I 1 ♦♦ 1 ♦ 1 4* im %% i 1 1 1 1 I � 1 1 1 1 U.N.O. PROVIDE BB1 1 1 WHERE ROOF TRUSSES 1 BEAR, TOP OF WALL 1 1 1 EL. 8'-0" U.N.O. 1 1 1 1 1 ♦♦ 1 i 1 ♦♦ L-----� j 1 i 1 I ♦♦ 1 1 ♦ 1 ♦♦ 1 1 ♦♦ 1 j ♦ 1 i % i i ♦♦ GT 1 1 ♦8RF14-1 TlOMI08 ♦ 1 1 , 1 ♦ 1 1 ♦♦4 $" ♦♦♦ ' o 1 8F8- 1 1 ♦ 1T/OM/06 ♦ 1 8F16-1T/OM/OBI ♦ 5 10 8F20-1T/OM/1B ♦♦ 8 -----m-------------------- y LIFT BEAM PLAN SCALE: 1/4" = V-O" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdosigngroup.com AA C 0003325 h y MINE E m O SVSDiv. A¢ LOT: ABBOTT PARK LOT #22 BILK #8 PROJECT#1 04181.000-22081 acoDsy{i 1408" "DAKOTA" GARAGE DVaNG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C mm D 20 SCALE: 1/4"=1'-0" 8HEET S2 #5 CORNER BAR WI30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK Ali" 30"TYPICAL BAR IN BOND BEAM OF BOND BEAM 3/4"=1'-0' NOTES TO THE INSPECTOR/CONTRACTOR TYR S"XB" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m �-1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 'k— rCE\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \, PLACE STEEL HEIGHT. OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND aG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. V'AI 'S. SHOULD THE COURSE OF BOND BRLE EAM IS OMIND TTED D AND A LINTEL S PLACED. THE STEEL COINCIDE WITH A LINTEL THE OM BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 9 TOP OF THE LINTEL. 8" 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP, / „y�i F�P� BX16 OBL. BOND TOP OF wQBEAM W/ (1) #5 BAR BOND BEAM •\O� EACH COURSE G 8x8 BOND BEAM TOP OF • ��'.N\� W/ (1) #5 BARIBOND BEAM F = FILLED W/ GROUT I \AU =UNFILLED GROUT SOLID FROMT PNOMINAL LINTEL TO TOP OF BOOFOPENING WIDTH # OF 05'S, IN 2ND BONDBEAM, IF FILLED LINTBEAM COURSE#5 SEE NOTE 5 p16T/1 M/ B8x8 PRE -CAST CONCRNOMINAL—�'� ENGTH OFIBAR -WI LINTEL W/ MASONRY HEIGHT # OF #5'S, TOPCORNER BOND BEAM COURSE OPENING-2"BEAM DESIGNATION ITISTHISENGINEER'SINTEDf, ORREINFORCING THAT XFXX -,TI MPoB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRAND XFXX- IT/0M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LIT IS THIS ENGINEER'S INTENTSCALE: TO PLAN FOR LOCATITO AND XUXX - 1T/i M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX-,TNM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEAOER(MIN) 20 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN K SIZE.145 MIN HE WINDOW 5�300 MIN EMB DMENT i 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT _ 2-3116 ON )(MIN PRECAST °a 1!S OR DRIVE PIN SHANK WINDOW SIZE.146 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") B" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" m EMBEDMENT 2x8 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZEA 45 MIN HEAD SIZE .300 MIN EMBEDMENT 1 ZX4 SOLID BLOCKING 1/4") 8" FROM EACH ENO AND SECURE TO SHEATHING Wl /OSB 10" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. ENO VCMUWALL EMBEDMENT T/iHEATHING TYPICAL MASONRY WINDOW SILL CONSTRUCTION ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0" 14" N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-77443078 FAk 407-774-4078 www.abdoslgngroup.com L AA #: 0003325 x O LL O 4 auDI) ae I.OT ABBOTT PARK LOT #22 BLK #8 PROJECT 04181.000 22081 >t " 1408" "DAKOTA" GAiewaE DWING: RIGHT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W1(8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2, ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN. m ■ U O V y�� t3 c3 c3 W 'w W 'w u3Jill W i w W c3 c3 c3 CJ1 CJ3 CJS 1A 1 1?5 _ s_ sass• -- - ---- ,r i _.. - _._- __ __ _ _�__.. _ _. - ems• �� m___.. -__Mm- r n c c c lul rt n �! 11 n U U U U 2 W W DI111 W W w' W FRAMING PLAN SCALE: 1/4" = 1'-0" S CJ1 CJ3 9 CJS r lA A7 1 A2 A3 A4 A5 A6 1A 1 ATT A7T A7 A7 A7 A7 A7 A6 A5 A4 A3 A2 AlG 1A 1 CJ5 0 CJ3 I - CA ,yy' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 A a BUBDIV Aa LOT ABBOTT PARK LOT #22 BLK #8 PROJECT# 04181.000-22081 ;.coat .. 1408 "DAKOTA" GARAGE 91117NG: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C BUBDIV Aa LOT ABBOTT PARK LOT #22 BLK #8 PROJECT# 04181.000-22081 ;.coat .. 1408 "DAKOTA" GARAGE 91117NG: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C A{1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x i }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE B{2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFM/ALLIFLOOR (12)16d x 1 }'NAILS TO TRUSS SHEATHING FASTENER SCHEDULE' DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", (16) 10d x 3 e NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA76 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" WITH (12)16d x 3 J" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD ,x2 SECURED W/ 10d TRUSSES 0 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U1810 LBS, L:770 LBS (1 PLY) 8 ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) c ALLOWABLE UPLIFT= u z7o6 Les (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) S =1 # 1100 UPLIFT SIMPSON HTSM20 W/10 tOd TO TRUSS AND HORS" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) EDONSIMPSON INSTALLED ON PRE-ENG TRUSS OPPOSITE OPPOSITE FACES OF BLOCK WALL W/10 ,Od TO TRUSS AND (4)1/4" x 2 114" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM CONT POURED LINTEL TITEN 2 ANCHORS MIN. z" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 scnLE:s/4=, 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4)� ,x4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION Fa.} MAY NOT BE V- REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES tx4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 101-0" O/c MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD /� �+ INTERSECTION TYP. ^ BTM. CHORD BRAYING / G v SCALE: 3l4"=1'-0" NOTCH DEPTH 114"13 HOLE EDGE HOLE DIAMETER THE USE OF ALTERNATE MATERIALS MAY BE <2/5•D SGL. STUD USED SO LONG AS THEY CONFORM TO THE OUTER 113 °F FOLLOWING SPAN ONLY HOLE EDGE >5/8" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _ A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE 01 THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 BTM. HOLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE - 3/5"D DBL. STUD SUBJECT TO F1 AND F2 FORCES. STUD NOTCHING AND BORING LIMITS ALTERNATE MATERIALS SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwAbdoslgngroup.com L AA #: 0003325 Pi b o � _ him u} a �fill BLTBDIV. a L074 ABBOTT PARK LOT #22 BLK #8 PROJECT* 04181.000-22081 "Dsti 1408" "DAKOTA" GARAGE 8WING: RIGHT PAGE: DETAILS 160 MPH E C PRE-ENG GABLE TRUSS — — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4`0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL STM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGHi. STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's EACH TRUSS TO BE INSTALLED @ 10'4" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 6 SCALE: 3l4"=1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-8078 FAX: 407.7744078 www.abdeslgngroup.com L AA N: 0003325 A 3 C SLJBDm ag LJOT ABBOTT PARK LOT #22 BLK #8 PROJECT# 04181.000-22081 "" 1408" "DAKOTA" GARAGE B�IMG: RIGHT PAGE: DETAILS 160 MPH EXP. C rpnnrrDM 10/18/20 BCAIM:1/4'=V-o" MIEET S3.1B VTCR SPACING (1) AT EACH END 11�1� 1 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. 1 (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-V TO 30'-0" (1) "X" BRACE Y14111, 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @ CENTER 1 11 (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND \ FROM CENTER TO END, UPRIGHTS OVER 4'-10" HIGH n (AS PER TRUSS ENG) � PLYWOOD SHEATHING, SEE "ROOFIWALL/FLOOR U- SHEATHING FASTENER SCHEDULE" Li SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW C0NT. 2z4 RAT RUN 12"O/C AND APPROVAL SECURED W/(2)12d's@ PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS n G W/ HIP RETURN SCALE:3/4"=V-0" 1441 N. RONALD REAGAN BI L0NGW000,FL32750 PH: 407-7746078 FAX 407-774-4078 www.abdesigngroup.com L AA M: 0003325 b Y�s pEp�� C 3 avaaiv ae LOT: ABBOTT PARK LOT #22 BLK #8 PROJECTO 04181.000-22081 MODIP 1408" "DAKOTA" GARAGE 8WING: RIGHT PAGE: DETAILS 160 MPH ER. C q * w GABLE -ETD HIP ROOF x w ROOF WIND DESIGN PRESSURES NET (GROSS) AUCE: 7-lU ZONE 1 = 18.52 PSF (28.52)) ZONE 2 = 32.73 PSF (42.73) ZONE 3 = 56.14 PSF (66.14) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 12"CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd. RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS WI IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK Bd RING SHANK, 2 1/2'• 0.120" 170.000 WrNd- (16--20 RINGS SCREW SHANK PER INCH) Sd SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL S TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING USE 112" COX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS Q 4" O.C. .- TOP 8 BOTTOM EDGES .- J z9 � w zY 2 U � O c 0) J QY N O . K . _J W 0w Z a0 � O O 'v Z S a Z 2 N a GJ W O W W V U H . CO M O m W o a I,1111'1111,111,1111,I ■�m��EMMMML �.��mmmm-11■1 I jll� =I ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS 0 6" O.C. IN FIELD HEA I N R S I O.. . TO BE STRUCTURAL GRADE C8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6.jN FIELD J\ TYP. 3/4" T8G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMCM MAXIMUM AGGREGATE SIZESH4LL BE 3W STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTFAI ED CONCRETE EXPOSED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, Bth EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED L/'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14. BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530.13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 8-MW L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONIM GROD AHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAM MAPPED B INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODfUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE, NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347. W/ DOT SHALL BE HOT DIPPED GALV, FOR STRUCTURAL USES. AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, eel EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 112. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE 94 DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. OURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC. EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLA"N-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 par 20 psi TOP CHORD -norHconarrerd 10 psf BTM CHORD-rwrvconcurteM DEADLOAD DEAD LOAD 15 pH TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GVPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: tOpsf BALCONY LIVE LOAD 60 psi STAIRS LIVE LOAD 40 Paf WIND: DEAD LOAD SPEED=160 MPH 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psi, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30ps1, BALCONIES (EXTERIOR) AND DECKS: 40PS1. GUARDS AND HANDRAIL$: 200psf, GUARD IN4'ILL COMPONENTS: SOpO, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40pei, SLEEPING ROOMS: 30psf, STAIRS: 40Psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 If, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. REINFORCING STEEL: REBAR SHALL BE ASTM ABI5 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM AS15 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 38" X 36' CORNER BARS, BOND BEAM ONLY, UPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL-PLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND 'TPI/WTCA BCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL ROOF a FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS &ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. 'SPECIFICATION MASONRY STRUCTURES' (ACI 5301 ASCE S/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm - 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO•TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X SAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38, Fy = 36 kN FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE 8, Fy - 48 ksl. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 Iasi. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL STRENGTH CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH WSTOPoCM STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO SUBMITFOR EACH PRETESEDMz3HALLNS, OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONTRACTORHALL EXTHEIST°N-PRI ADDITION NOTBE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C440R MEASURING, MXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOYED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SWILL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SWILL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDfOR WEATHER 1-1/2"FOR I5 AND SMALLER T FOR #9 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 147 FOR BEAM MID COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIUTKIN SIZE TYPE 9PACKJG REMARKS APPELLATION SIZE TYPE SPACING REMARx9 FURRNGTO 1MASOMiY1CONC. USE HAROENEDCO! S, dC 6FAAOE DOOR BUCK N•WA. TAPCON AM90HNY a. 1Yt EMBED., 4' END NM411?40NG. TO MASgMY/OONC. NOWASHER FASTENER ttrz"EDGE DIET. SGD�AL. EXT. DOORS x ,A 1SEENOTEw.-BACK CAEEHARDENEDOX NM411?LONG. PING STAGGERED WwDDWl0001L I-—D INTO MASONRwQONC. GARAGE DOOR BUCK T OMA60NRY/WNC. Ow. W/ WASHER EXPANSION BOLT 24'OG 1'EMBEDGENOD5i., SEDGE WST. CASE HARDENED CALL 9'WC WwDOWIDOOP/FABTENED METAL sTw TO CONTACT THIS ENGINEER FOR SPACING 1x Pi, BEE NOTES NML 112•LONG. _GERED INTO MASONRVICONC, MASONRY/CONO REQUIREMENTS -IN. DOOR (2)3'1BOIA, RAPCON' 1 P O10 11lY'_EO, P END. NONBEARINGW000 VP• E%PANSION d"EMBED. I"D 2d° OIC BUCK 2x PT, SEE NOTE B NO WASHER FASTNER 0W., 1 1 EDGE WST. WALL TO LONG. SUB W/ WASHER BOLT GET., 3° EDGE DIST. VND1Y BUCK 3B'PAF iT POIC 4•END. DI6T.,11rz' 01W/WASHER P NELCUL"SEE xY OTE6 6TAOGEHEO EDGE GIST, i�SAPTAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP SHALL BE HILT] X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NM LED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE, li N. RONALD REAGAN LONGWOOD, FL 327777 PH: 407-774,607 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 W 0 ro pad� C Ewy atmErV. ae LOT ABBOTT PARK LOT #22 BLK #8 PLtojzcT/ 04181.000-22081 1408 "DAKO A" GARAGE G: RIGHT PAGR: DETAILS 160 MPH E C s th